EP0383476A1 - Beam scaffold connector - Google Patents
Beam scaffold connector Download PDFInfo
- Publication number
- EP0383476A1 EP0383476A1 EP90301254A EP90301254A EP0383476A1 EP 0383476 A1 EP0383476 A1 EP 0383476A1 EP 90301254 A EP90301254 A EP 90301254A EP 90301254 A EP90301254 A EP 90301254A EP 0383476 A1 EP0383476 A1 EP 0383476A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- connector
- end plate
- pair
- limbs
- abutment
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Withdrawn
Links
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G7/00—Connections between parts of the scaffold
- E04G7/02—Connections between parts of the scaffold with separate coupling elements
- E04G7/06—Stiff scaffolding clamps for connecting scaffold members of common shape
- E04G7/22—Stiff scaffolding clamps for connecting scaffold members of common shape for scaffold members in end-to-side relation
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/19—Three-dimensional framework structures
- E04B1/1903—Connecting nodes specially adapted therefor
- E04B1/1912—Connecting nodes specially adapted therefor with central cubical connecting element
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/19—Three-dimensional framework structures
- E04B2001/1924—Struts specially adapted therefor
- E04B2001/1933—Struts specially adapted therefor of polygonal, e.g. square, cross section
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/19—Three-dimensional framework structures
- E04B2001/1957—Details of connections between nodes and struts
Definitions
- This invention relates to a scaffold structure made up of a plurality of beams, as opposed to the usual tubular scaffold structure, wherein the structure has sufficient strength to resist or carry loads greatly in excess of those which could be met by an equivalent tubular scaffold structure.
- the beams comprise what are referred to in the art as soldiers each of which may be in the form of a single elongate steel member of square or rectangular cross-sectional form or in the form of a pair of spaced parallel elongate steel members secured together by connector plates at their ends and also secured together intermediate of their ends.
- soldiers each of which may be in the form of a single elongate steel member of square or rectangular cross-sectional form or in the form of a pair of spaced parallel elongate steel members secured together by connector plates at their ends and also secured together intermediate of their ends.
- One such known form of soldier comprises a pair of spaced channel section elongate steel members secured together in parallel back-to-back relation with rectangular end connector plates welded to the ends of the channel members.
- a series of longitudinally spaced aligned apertures is provided along the length of the channel members for reducing the overall weight of the soldier and also for providing attachment locations for other scaffold elements.
- a connector at an end of, for example, a vertically disposed soldier to which can be bolted the respective end connector plates of horizontally disposed soldiers and a further vertically disposed soldier.
- Such a connector has been proposed generally in the form of a cube having six planar surfaces comprising mounting plates to which can be bolted the end connector plates of up to six vertically and horizontally disposed soldiers i.e. two vertically disposed soldiers one above and one below the connector and up to four horizontally disposed soldiers. It will be appreciated that, if such a connector is utilised to connect six soldiers together as described above, it will be a time consuming exercise to achieve all of the bolted connections between the soldier end connecting plates and the respective mounting plates of the connector.
- a connector for connecting two or more beams together comprising at least two surfaces each of which is engageable by a respective end plate of a said beam; a pair of limbs projecting outwardly of at least one said surface for receiving a beam therebetween, each said limb having an aperture therein and an end abutment spaced from the said surface, the abutment on one limb being spaced further away from the said surface than the abutment on the other said limb, a wedge clamping member insertable through the apertures in said limbs and through the beam to engage that side of the end plate thereof remote from the connector and to engage the said abutments to effect pressure engagement of the end plate against the said surface of the connector.
- Said at least two surfaces of the connector may be perpendicular to one another whereby two beams may be connected to one another in mutually perpendicular relation or said at least two surfaces of the connector may be co-extensive and parallel to one another whereby two beams may be connected to one another in co-axially aligned relation.
- the connector includes at least one surface adapted for bolting connection to an end plate of a beam.
- the connector conveniently comprises at least one surface adapted for bolting connection to an end plate of a beam and a plurality of further surfaces extending co-extensively and perpendicular to said at least one surface, each of said further surfaces including a pair of limbs projecting outwardly thereof for receiving a beam therebetween, each said limb having an aperture therein and an end abutment spaced from said further surface, the abutment on one limb being spaced further away from said further surface than the abutment on the other said limb, a wedge clamping member insertable through the apertures in said limbs and through the beam to engage that side of the end plate thereof remote from the connector and to engage said abutments to effect pressure engagement of the end plate against the said further surface of the connector.
- the connector may comprise a pair of spaced apart parallel surfaces each of which is adapted for bolting connection to an end plate of a beam and wherein said further surfaces as described in the preceding paragraph extend between said pair of parallel surfaces.
- the connector conveniently comprises four said further surfaces arranged in two opposed pairs, each of which pair is perpendicular to the other pair.
- the connector is configured to permit the joining together of up to six soldiers whereby a plurality of such connectors may be utilised to construct a three-dimensional scaffolding made up of a plurality of vertically and horizontally disposed soldiers.
- the connector comprises a pair of spaced apart parallel generally square mounting plates 10 and 12 each of which is provided with four apertures 14.
- the plates 10 and 12 will be disposed in a horizontal plane and are conveniently referred to hereafter as the upper mounting plate 10 and the lower mounting plate 12.
- Said plates are spaced apart by four symmetrically disposed square cross-section tubular spacer elements 16 welded at their top and bottom ends respectively to the undersurface of the upper plate 10 and the upper surface of the lower plate 12.
- Such spacers 16 are of equal length, whereby the upper and lower mounting plates 10 and 12 are secured parallel to one another, and are located such that the radially outermost surface 18 of each spacer 16 is parallel to a respective edge of the upper and lower plates.
- Each spacer 16 is provided with a pair of limbs 20-22 and 24-26 respectively projecting outwardly thereof at both its upper and lower ends immediately adjacent respectively the under surface of the upper mounting plate 10 and the upper surface of the lower mounting plate 12.
- each said pair of limbs 20-22 and 24-26 is constituted by the outer ends of two right-angled members welded between adjacent spacers 16 and also welded to the respective lower surface of the upper mounting plate 10 and the upper surface of the lower mounting plate 12.
- four such right-angle members are provided at each of the upper and lower ends of the spacers 16 to provide two said pairs of limbs each of which comprises a pair of parallel planar elements spaced apart by the width of the spacer 16.
- each upper pair of limbs 20-22 extends further radially outwardly of the outermost surface 18 of its associated spacer 16 than the associated lower pair of limbs 24-26.
- Each pair of limbs is provided adjacent their outer ends with an abutment 28 in the form of a cylindrical member welded between the limbs through aligned circular apertures therein such that the abutments 28 between upper pairs of limbs 20-22 are spaced further away from the respective surfaces 18 than the corresponding abutments between lower pairs of limbs 24-26.
- the connector also includes a wedge clamping member 30 associated with each spacer 16 and being insertable through the apertures defined between the abutment 28 on each pair of limbs 20-22, 24-26 and the adjacent outer surface 18 of the associated spacer 16.
- a horizontally disposed soldier 32 may be located between the pairs of limbs so that the end plate 34 of the soldier engages the outer surface 18 of the associated spacer 16 and is secured to the connector by the wedge 30 which effects pressure engagement of the soldier end plate 34 against the said outer surface 18 of the spacer.
- a vertically disposed soldier 36 may be secured to the upper mounting plate 10 as illustrated in Figure 2 by means of suitable bolts (not shown) passing through aligned apertures in the end plate 38 of the soldier 36 and the apertures 14 in the mounting plate 10.
- the connector illustrated herein is capable of joining together up to six soldiers i.e. two vertically disposed soldiers each of which is secured by bolting to a respective upper and lower mounting plate 10-12 of the connector, and up to four horizontally disposed soldiers each of which is secured to the connector by the wedge clamping member 30 effecting pressure engagement of the respective soldier end plate against the respective outer surface 18 of a spacer 16.
- connectors of the type described and illustrated herein may be utilised to build up a three-dimensional scaffold structure wherein each connector acts as a node between up to six soldiers.
- a connector for connecting two or more soldiers together wherein the connector comprises at least two surfaces each of which is engageable by a respective end plate of a said soldier and wherein at least one of said surfaces includes a pair of limbs and a wedge clamping member of the general type hereinbefore described.
- a connector in accordance with the invention may comprise only two surfaces for connecting two soldiers together, the two surfaces being perpendicular to one another, and one or both of said surfaces including a said pair of limbs and being provided with a wedge clamping member for securing a said soldier to a said surface.
- one of said surfaces may comprise a mounting plate for bolting connection to a soldier end plate and the other surface may include the said limbs and wedge clamping member.
- securing means i.e. by bolting or by wedge clamping may be provided on a plurality of surfaces of a connector constructed in accordance with the invention.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Mechanical Engineering (AREA)
- Mutual Connection Of Rods And Tubes (AREA)
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
GB8903121 | 1989-02-11 | ||
GB8903121A GB2228057A (en) | 1989-02-11 | 1989-02-11 | Beam scaffold connector |
Publications (1)
Publication Number | Publication Date |
---|---|
EP0383476A1 true EP0383476A1 (en) | 1990-08-22 |
Family
ID=10651544
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP90301254A Withdrawn EP0383476A1 (en) | 1989-02-11 | 1990-02-06 | Beam scaffold connector |
Country Status (3)
Country | Link |
---|---|
EP (1) | EP0383476A1 (pt) |
GB (1) | GB2228057A (pt) |
PT (1) | PT92954A (pt) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2022258598A1 (en) * | 2021-06-11 | 2022-12-15 | Urban Beta Ug | Building components for building assemblies and building assemblies comprising such building components |
Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3300236A (en) * | 1964-06-09 | 1967-01-24 | Sauls Clyde | Lock for sectional scaffolding |
GB1338252A (en) * | 1971-04-19 | 1973-11-21 | Kwikform Ltd | Builders scaffolding |
DE2261076A1 (de) * | 1972-12-14 | 1974-06-27 | Karl Hermann Gerke | Stuetze zur befestigung auf einem traeger, insbesondere gelaenderstuetze |
GB2093942A (en) * | 1981-02-04 | 1982-09-08 | Form Scaff Holdings | A connection for structural members |
FR2526890A1 (fr) * | 1982-05-17 | 1983-11-18 | Pantz Ernest Ets | Noeud d'assemblage pour profiles, et application d'un tel noeud a des structures tridimensionnelles ou analogues |
EP0187100A1 (fr) * | 1984-12-21 | 1986-07-09 | Cuno Brullmann | Ensemble d'éléments de construction pour l'aménagement d'espaces d'exposition, d'habitation ou affectés à d'autres usages |
Family Cites Families (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB2043824B (en) * | 1979-03-08 | 1982-11-17 | Evans & Sons Ltd C | Connector assembly for scaffold structures |
GB2136908A (en) * | 1983-03-18 | 1984-09-26 | Giltrain Limited | Ledger and Scaffolding Structure |
GB2207480A (en) * | 1987-07-27 | 1989-02-01 | Kwikform Ltd Gkn | Beam scaffold structure |
-
1989
- 1989-02-11 GB GB8903121A patent/GB2228057A/en not_active Withdrawn
-
1990
- 1990-01-25 PT PT9295490A patent/PT92954A/pt not_active Application Discontinuation
- 1990-02-06 EP EP90301254A patent/EP0383476A1/en not_active Withdrawn
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3300236A (en) * | 1964-06-09 | 1967-01-24 | Sauls Clyde | Lock for sectional scaffolding |
GB1338252A (en) * | 1971-04-19 | 1973-11-21 | Kwikform Ltd | Builders scaffolding |
DE2261076A1 (de) * | 1972-12-14 | 1974-06-27 | Karl Hermann Gerke | Stuetze zur befestigung auf einem traeger, insbesondere gelaenderstuetze |
GB2093942A (en) * | 1981-02-04 | 1982-09-08 | Form Scaff Holdings | A connection for structural members |
FR2526890A1 (fr) * | 1982-05-17 | 1983-11-18 | Pantz Ernest Ets | Noeud d'assemblage pour profiles, et application d'un tel noeud a des structures tridimensionnelles ou analogues |
EP0187100A1 (fr) * | 1984-12-21 | 1986-07-09 | Cuno Brullmann | Ensemble d'éléments de construction pour l'aménagement d'espaces d'exposition, d'habitation ou affectés à d'autres usages |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2022258598A1 (en) * | 2021-06-11 | 2022-12-15 | Urban Beta Ug | Building components for building assemblies and building assemblies comprising such building components |
Also Published As
Publication number | Publication date |
---|---|
PT92954A (pt) | 1991-09-30 |
GB2228057A (en) | 1990-08-15 |
GB8903121D0 (en) | 1989-03-30 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
US10926151B2 (en) | Weight rack and shelf | |
US3861107A (en) | Connecting fixture assembly for space frame system | |
US4435927A (en) | Modular building structure and module for it | |
EP0436277B1 (en) | Beam member for concrete forming system | |
US5403110A (en) | Square T clamp assembly for elongate members | |
US8276874B2 (en) | Ceiling formwork system | |
US5845795A (en) | Storage rack and bracket for same | |
EP0359894B1 (en) | A six-way connector | |
US5214899A (en) | Modular truss frame system | |
US4177968A (en) | Concrete formwork soldier | |
US3523613A (en) | Storage rack | |
WO1996034152A1 (en) | Apparatus and method for a modular support and lifting system | |
US6502802B2 (en) | Double bias corner form | |
US3217894A (en) | Locking mechanism | |
US4054392A (en) | Releasable mechanical joints | |
GB2036235A (en) | Assembly of hollow elongate members | |
US20020117603A1 (en) | Bearing block for alignment and handling of concrete forms | |
CN115126214A (zh) | 连接部件 | |
EP0383476A1 (en) | Beam scaffold connector | |
GB2207480A (en) | Beam scaffold structure | |
EP0808589A2 (en) | Device for interlocking complementary pairs of components of sets of shelves made of metal plate | |
EP0422875A2 (en) | Space frame | |
EP1872685A1 (en) | Shelf-fixing system | |
GB2361504A (en) | A coupling and a method of constructing grid shell buildings using such a coupling | |
GB2070185A (en) | Scaffold joints: supporting planking: bracing |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PUAI | Public reference made under article 153(3) epc to a published international application that has entered the european phase |
Free format text: ORIGINAL CODE: 0009012 |
|
AK | Designated contracting states |
Kind code of ref document: A1 Designated state(s): BE DE DK ES FR GB IT LU NL SE |
|
17P | Request for examination filed |
Effective date: 19901215 |
|
17Q | First examination report despatched |
Effective date: 19910611 |
|
STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: THE APPLICATION IS DEEMED TO BE WITHDRAWN |
|
18D | Application deemed to be withdrawn |
Effective date: 19911022 |